|
Report_Id: 221022 Est NO 0043 |
Date:04/01/2024 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 221022 | Estimate Number | 0043 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10300) Watts, Isaac Travis | ||||||
| Contractor | BIZZACK CONSTRUCTION LLC | ADDR SN 0 VC Code KY0036473 | |||||
| P O BOX 12530 | |||||||
| LEXINGTON , KY , 40583 | |||||||
| Pay Period | 02/24/2024 TO 03/08/2024 | ||||||
| Date Approved | 03/18/2024 | ||||||
| Primary Proj Number | DE11990092222 | ||||||
| Project No. | NHPP 0061(066) | ||||||
| Primary County | WOLFE | ||||||
| Name of Road | MOUNTAIN PARKWAY(KY-9009) | ||||||
| Description | WIDEN THE MOUNTAIN PARKWAY FROM TWO TO FOUR LANES FROM 0.6 M ILES WEST OF THE KY-191 OVERPASS TO 0.45 MILES WEST OF THE K | ||||||
| Date Let | 04/28/2022 | Formal Acceptance | |||||
| Date Awarded | 05/10/2022 | Date Work Began | 07/26/2022 | ||||
| Date Contract Executed | 06/09/2022 | Open To Traffic | |||||
| Date NTP Issued | 06/09/2022 | Actual Completion Date | |||||
| Current Contract Amount | $97,599,303.87 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $97,116,897.94 |
Total Earnings | $35,832,251.29 |
$35,240,855.93 |
$591,395.36 |
|
| Percent Complete | 40.40 |
Stockpiled Materials | $3,599,882.48 |
$3,605,266.31 |
$-5,383.83 |
|
| Funds Available | $58,167,170.10 |
Gross Earnings | $39,432,133.77 |
$38,846,122.24 |
$586,011.53 |
|
| Total Change Orders | $482,405.93 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $39,432,133.77 |
$38,846,122.24 |
$586,011.53 |
|||
| Contract Id | 221022 | Change Order Summary |
County | WOLFE | ||||||
| Estimate Nbr | 0043 | Project Number | NHPP 0061(066) | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | Period | 02/24/2024 TO 03/08/2024 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Water line changes / Pre drilling mobilization/ Overrun | Approved | 02/10/2023 | $277,659.07 | 10.0 | |||||
| 002 | Pipe Liner Changes / Bore & Jack Addition / Traffic Control | Approved | 06/23/2023 | $48,558.86 | 0.0 | |||||
| 003 | VE KY2491 Bridge / Bridge plan error | Approved | 11/27/2023 | $156,188.00 | 0.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 221022 | COMMONWEALTH OF KENTUCKY |
County | WOLFE | ||||||
| Contract Type | GDSB GRADE, DRAIN & SURFACE WITH BRIDGE | TRANSPORTATION CABINET |
Primary Project Number | DE11990092222 | ||||||
| Estimate Nbr | 0043 | Period | 02/24/2024 TO 03/08/2024 | |||||||
| Contractor | BIZZACK CONSTRUCTION LLC | |||||||||
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | ||||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | 0001 PAVING | |||||||
| 0005 | CRUSHED STONE BASE | 00003 | TON | 236,332.00 | 237,031.000 | 18,391.350 | 18,391.350 | 28.95 | 532,429.58 | |||
| 0010 | TRAFFIC BOUND BASE | 00020 | TON | 180.00 | 180.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0015 | ASPHALT SEAL AGGREGATE | 00100 | TON | 2,277.00 | 2,287.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 0020 | ASPHALT SEAL COAT | 00103 | TON | 273.00 | 275.000 | 0.000 | 0.000 | 645.00 | 0.00 | |||
| 0025 | LEVELING & WEDGING PG64-22 | 00190 | TON | 22,941.00 | 22,941.000 | 233.570 | 233.570 | 110.00 | 25,692.70 | |||
| 0030 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 34,385.00 | 34,519.000 | 0.000 | 0.000 | 89.95 | 0.00 | |||
| 0035 | CL3 ASPH BASE 1.00D PG64-22 | 00214 | TON | 128,804.00 | 128,847.000 | 14,838.880 | 14,838.880 | 89.95 | 1,334,757.25 | |||
| 0040 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 15,946.00 | 15,986.000 | 0.000 | 0.000 | 105.00 | 0.00 | |||
| 0045 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 494.00 | 496.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0050 | CL3 ASPH SURF 0.38B PG64-22 | 00388 | TON | 28,173.00 | 28,168.000 | 0.000 | 0.000 | 119.75 | 0.00 | |||
| 0055 | JPC PAVEMENT-8 IN SHLD | 02081 | SQYD | 58.00 | 0.000 | 0.000 | 0.000 | 195.00 | 0.00 | |||
| 0060 | FABRIC-GEOTEXTILE CLASS 1 | 02602 | SQYD | 643,357.00 | 643,357.000 | 150.000 | 9,639.700 | 9,789.700 | 1.87 | 280.50 | 18,306.73 | |
| 0065 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 0070 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 16,909.00 | 16,909.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0075 | JOINT ADHESIVE | 20071EC | LF | 362,525.00 | 362,525.000 | 0.000 | 0.000 | 0.35 | 0.00 | |||
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | 0002 ROADWAY | |||||||
| 0080 | DRAINAGE BLANKET-EMBANKMENT | 00021 | CUYD | 1,000.00 | 1,000.000 | 0.000 | 0.000 | 48.33 | 0.00 | |||
| 0085 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 95.00 | 129.000 | 282.330 | 4,550.700 | 4,833.030 | 37.88 | 10,694.66 | 183,075.17 | |
| 0090 | PERFORATED PIPE-4 IN | 01000 | LF | 3,830.00 | 3,961.000 | 240.000 | 702.000 | 942.000 | 19.97 | 4,792.80 | 18,811.74 | |
| 0095 | PERFORATED PIPE-8 IN | 01002 | LF | 2,584.00 | 2,584.000 | 0.000 | 0.000 | 28.36 | 0.00 | |||
| 0100 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 2,764.00 | 2,764.000 | 50.000 | 526.000 | 576.000 | 16.09 | 804.50 | 9,267.84 | |
| 0105 | NON-PERFORATED PIPE-8 IN | 01012 | LF | 296.00 | 296.000 | 0.000 | 0.000 | 25.14 | 0.00 | |||
| 0110 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 570.00 | 0.00 | |||
| 0115 | PERF PIPE HEADWALL TY 1-8 IN | 01022 | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 570.00 | 0.00 | |||
| 0120 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 670.00 | 0.00 | |||
| 0125 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 35.00 | 35.000 | 2.000 | 9.000 | 11.000 | 800.00 | 1,600.00 | 8,800.00 | |
| 0130 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 10.00 | 10.000 | 3.000 | 0.000 | 3.000 | 710.00 | 2,130.00 | 2,130.00 | |
| 0135 | PERF PIPE HEADWALL TY 4-8 IN | 01034 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 710.00 | 0.00 | |||
| 0140 | REMOVE PIPE | 01310 | LF | 987.00 | 987.000 | 64.000 | 64.000 | 23.50 | 1,504.00 | |||
| 0145 | PLUG PIPE | 01314 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0150 | REMOVE INLET | 01718 | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0155 | CORED HOLE DRAINAGE BOX CON-4 IN | 01740 | EACH | 2.00 | 3.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 0160 | ISLAND CURB AND GUTTER | 01825 | LF | 331.00 | 399.000 | 0.000 | 0.000 | 66.00 | 0.00 | |||
| 0165 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 321.00 | 335.000 | 0.000 | 0.000 | 68.00 | 0.00 | |||
| 0170 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 813.00 | 813.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0175 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL YELLOW | 01983 | EACH | 75.00 | 75.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0180 | DELINEATOR FOR BARRIER WALL-B/Y | 01986 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0185 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 48.00 | 48.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0190 | DELINEATOR FOR BARRIER WALL-B/W | 01990 | EACH | 109.00 | 109.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 0195 | RELOCATE TEMP CONC BARRIER | 02003 | LF | 8,500.00 | 8,500.000 | 10,980.000 | 10,980.000 | 5.19 | 56,986.20 | |||
| 0200 | BARRICADE-TYPE III | 02014 | EACH | 14.00 | 14.000 | 3.000 | 3.000 | 200.00 | 600.00 | |||
| 0205 | REMOVE PAVEMENT | 02091 | SQYD | 4,570.00 | 4,570.000 | 0.000 | 0.000 | 3.73 | 0.00 | |||
| 0210 | TEMP DITCH | 02159 | LF | 36,186.00 | 36,186.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0215 | CLEAN TEMP DITCH | 02160 | LF | 18,093.00 | 18,093.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0220 | REMOVE PAVED DITCH | 02165 | SQYD | 72.00 | 72.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0225 | ROADWAY EXCAVATION | 02200 | CUYD | 5,427,914.00 | 5,430,354.000 | 102,866.000 | 4,673,936.000 | 4,776,802.000 | 3.70 | 380,604.20 | 17,674,167.40 | |
| 0230 | GRANULAR EMBANKMENT | 02223 | CUYD | 788.00 | 788.000 | 0.000 | 0.000 | 56.64 | 0.00 | |||
| 0235 | WATER | 02242 | MGAL | 500.00 | 500.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0240 | FENCE-WOVEN WIRE TYPE 1 | 02262 | LF | 116,326.00 | 116,326.000 | 0.000 | 0.000 | 8.48 | 0.00 | |||
| 0245 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 64,237.00 | 64,281.000 | 0.000 | 0.000 | 31.20 | 0.00 | |||
| 0250 | GUARDRAIL-STEEL W BEAM-D FACE | 02352 | LF | 1,375.00 | 1,375.000 | 0.000 | 0.000 | 48.04 | 0.00 | |||
| 0255 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 65.00 | 0.00 | |||
| 0260 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 25.00 | 25.000 | 0.000 | 0.000 | 2,800.00 | 0.00 | |||
| 0265 | CRASH CUSHION TYPE IX-A | 02365 | EACH | 10.00 | 10.000 | 0.000 | 0.000 | 7,700.00 | 0.00 | |||
| 0270 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 29.00 | 29.000 | 0.000 | 0.000 | 3,100.00 | 0.00 | |||
| 0275 | GUARDRAIL END TREATMENT TYPE 2A | 02369 | EACH | 41.00 | 41.000 | 0.000 | 0.000 | 980.00 | 0.00 | |||
| 0280 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 1,375.00 | 0.00 | |||
| 0285 | REMOVE GUARDRAIL | 02381 | LF | 94,643.00 | 94,643.000 | 36,987.500 | 36,987.500 | 3.00 | 110,962.50 | |||
| 0290 | GUARDRAIL CONNECTOR TO BRIDGE END TY A-1 | 02387 | EACH | 20.00 | 20.000 | 0.000 | 0.000 | 560.00 | 0.00 | |||
| 0295 | GUARDRAIL END TREATMENT TYPE 4A | 02391 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,100.00 | 0.00 | |||
| 0300 | TEMP GUARDRAIL | 02397 | LF | 1,981.00 | 1,981.000 | 0.000 | 0.000 | 10.50 | 0.00 | |||
| 0305 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 266.00 | 266.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 0310 | WITNESS POST | 02432 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 0315 | PLUG WATER WELL | 02475 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 3,500.00 | 0.00 | |||
| 0320 | CLEARING AND GRUBBING 674.5 ACRES | 02545 | LS | 1.00 | 1.000 | 0.059 | 0.901 | 0.960 | 1,550,000.00 | 91,450.00 | 1,488,000.00 | |
| 0325 | TEMPORARY SIGNS | 02562 | SQFT | 4,862.00 | 4,862.000 | 1,797.575 | 1,797.575 | 16.96 | 30,486.87 | |||
| 0330 | EDGE KEY | 02585 | LF | 230.00 | 230.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0335 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 11,935.00 | 12,253.000 | 9,403.800 | 9,403.800 | 2.00 | 18,807.60 | |||
| 0340 | REMOVE HEADWALL | 02625 | EACH | 123.00 | 123.000 | 23.000 | 23.000 | 125.00 | 2,875.00 | |||
| 0345 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.250 | 0.250 | 407,000.00 | 101,750.00 | |||
| 0350 | DIVERSIONS (BY-PASS DETOURS) KY-1010 | 02651 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 6,500.00 | 0.00 | |||
| 0355 | DIVERSIONS (BY-PASS DETOURS) KY-2491 | 02651 | LS | 1.00 | 0.000 | 0.000 | 0.000 | 2,100.00 | 0.00 | |||
| 0360 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 12,720.00 | 25,440.00 | |||
| 0365 | SAFELOADING | 02690 | CUYD | 315.00 | 315.000 | 249.000 | 249.000 | 415.00 | 103,335.00 | |||
| 0370 | SETTLEMENT PLATFORM | 02692 | EACH | 10.00 | 10.000 | 6.000 | 6.000 | 2,400.00 | 14,400.00 | |||
| 0375 | TEMP SILT FENCE | 02701 | LF | 36,186.00 | 36,186.000 | 3,800.000 | 6,480.000 | 10,280.000 | 2.50 | 9,500.00 | 25,700.00 | |
| 0380 | SILT TRAP TYPE A | 02703 | EACH | 675.00 | 675.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0385 | SILT TRAP TYPE B | 02704 | EACH | 675.00 | 675.000 | 62.000 | 62.000 | 180.00 | 11,160.00 | |||
| 0390 | SILT TRAP TYPE C | 02705 | EACH | 675.00 | 675.000 | 3.000 | 18.000 | 21.000 | 75.00 | 225.00 | 1,575.00 | |
| 0395 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 675.00 | 675.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0400 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 675.00 | 675.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0405 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 675.00 | 675.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0410 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.300 | 0.300 | 264,000.00 | 79,200.00 | |||
| 0415 | REMOVE STRUCTURE KY 1010 STA. 50+00 - KY 1010 BRIDGE OVER | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 250,000.00 | 0.00 | |||
| 0420 | REMOVE STRUCTURE KY 3034 STA. 48+70 - REMOVE ARCH | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 4,500.00 | 0.00 | |||
| 0425 | REMOVE STRUCTURE STA. 129+40.35 - KY 9009 BRIDGE OVER KY | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 95,000.00 | 0.00 | |||
| 0430 | REMOVE STRUCTURE STA. 133+62.64 - DBL. 10' X 6' RCBC(PART | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 30,000.00 | 30,000.00 | |||
| 0435 | REMOVE STRUCTURE STA. 143+46 - REMOVE BARN | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0440 | REMOVE STRUCTURE STA. 159+02.55 - 4' X 4' RCBC(PARTIAL) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0445 | REMOVE STRUCTURE STA. 223+32 - 5' X 5' RCBC(PARTIAL) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0450 | REMOVE STRUCTURE STA. 223+32 - 5' X 5' RCBC(UNDER SERVICE | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,200.00 | 4,200.00 | |||
| 0455 | REMOVE STRUCTURE STA. 252+53 - KY 9009 OVER KY 2491 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 95,000.00 | 0.00 | |||
| 0460 | REMOVE STRUCTURE STA. 305+23 - DBL. 14'X8' RCBC (PARTIAL) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0465 | REMOVE STRUCTURE STA. 311+20 - KY 9009 OVER KY 1812 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 95,000.00 | 0.00 | |||
| 0470 | REMOVE STRUCTURE STA. 361+79 - 8' X 8' RCBC(PARTIAL) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0475 | REMOVE STRUCTURE STA. 382+31 - 5' X 4' RCBC(PARTIAL) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0480 | REMOVE STRUCTURE STA. 385+36 - KY 9009 WAGON BOX OVER KY | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 20,000.00 | 0.00 | |||
| 0485 | REMOVE STRUCTURE STA. 400+90 - REMOVE BARN | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0490 | REMOVE STRUCTURE STA. 575+51 - 6' X 4' RCBC(PARTIAL) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0495 | REMOVE STRUCTURE STA. 592+98 - 8' X 5' RCBC(PARTIAL) | 02731 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0500 | REMOVE STRUCTURE STA. 599+49 - DBL. 12' X 8' RCBC(PARTIAL | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 3,000.00 | 0.00 | |||
| 0505 | REMOVE STRUCTURE STA. 613+46 - KY 9009 BRIDGE OVER KY 141 | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 150,000.00 | 0.00 | |||
| 0510 | REMOVE STRUCTURE STA. 620+41 - 5' X 4' RCBC(PARTIAL) | 02731 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0515 | ARROW PANEL | 02775 | EACH | 6.00 | 6.000 | 2.000 | 2.000 | 3,400.00 | 6,800.00 | |||
| 0520 | RELOCATE CRASH CUSHION | 02898 | EACH | 6.00 | 6.000 | 1.000 | 1.000 | 1,500.00 | 1,500.00 | |||
| 0525 | CRASH CUSHION TYPE IX | 02929 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 8,950.00 | 0.00 | |||
| 0530 | PRECAST CONC BOX SECT 7X4- KY-3034 STA. 48+70.04 | 03000 | LF | 36.00 | 36.000 | 0.000 | 0.000 | 1,850.00 | 0.00 | |||
| 0535 | CONCRETE BARRIER WALL TYPE 9T | 03171 | LF | 4,330.00 | 4,330.000 | 8,280.000 | 8,280.000 | 15.91 | 131,734.80 | |||
| 0540 | STEEL PIPE-2 1/2 IN | 03340 | LF | 132.00 | 132.000 | 115.500 | 115.500 | 53.61 | 6,191.95 | |||
| 0545 | STEEL PIPE-4 IN | 03343 | LF | 132.00 | 132.000 | 114.000 | 114.000 | 77.07 | 8,785.98 | |||
| 0550 | EROSION CONTROL BLANKET | 05950 | SQYD | 23,871.00 | 23,871.000 | 7,400.000 | 403,350.000 | 410,750.000 | 1.50 | 11,100.00 | 616,125.00 | |
| 0555 | TEMP MULCH | 05952 | SQYD | 2,178,001.00 | 2,178,001.000 | 58,080.000 | 406,560.000 | 464,640.000 | 0.20 | 11,616.00 | 92,928.00 | |
| 0560 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 1,633,500.00 | 1,633,500.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0565 | INITIAL FERTILIZER | 05963 | TON | 101.00 | 101.000 | 0.550 | 12.210 | 12.760 | 1,100.00 | 605.00 | 14,036.00 | |
| 0570 | MAINTENANCE FERTILIZER | 05964 | TON | 61.00 | 61.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0575 | SEEDING AND PROTECTION | 05985 | SQYD | 1,879,585.00 | 1,879,585.000 | 96,800.000 | 96,800.000 | 0.41 | 39,688.00 | |||
| 0580 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 83,474.00 | 83,474.000 | 349,100.000 | 349,100.000 | 0.26 | 90,766.00 | |||
| 0585 | AGRICULTURAL LIMESTONE | 05992 | TON | 1,217.00 | 1,217.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 0590 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 15,000.00 | 15,000.000 | 7,312.000 | 7,312.000 | 0.19 | 1,389.28 | |||
| 0595 | PAVE STRIPING-TEMP PAINT-6 IN | 06511 | LF | 255,216.00 | 255,216.000 | 72,166.000 | 72,166.000 | 0.21 | 15,154.86 | |||
| 0600 | PAVE STRIPING-PERM PAINT-4 IN WHITE | 06514 | LF | 6,861.00 | 7,081.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0605 | PAVE STRIPING-PERM PAINT-4 IN YELLOW | 06514 | LF | 6,975.00 | 7,195.000 | 0.000 | 0.000 | 0.25 | 0.00 | |||
| 0610 | PAVE STRIPING-PERM PAINT-8 IN WHITE | 06516 | LF | 88.00 | 88.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0615 | PAVE STRIPING-THERMO-6 IN W WHITE | 06542 | LF | 151,501.00 | 151,501.000 | 0.000 | 0.000 | 0.96 | 0.00 | |||
| 0620 | PAVE STRIPING-THERMO-6 IN Y YELLOW | 06543 | LF | 124,432.00 | 124,432.000 | 0.000 | 0.000 | 0.96 | 0.00 | |||
| 0625 | PAVE STRIPING-THERMO-12 IN W | 06546 | LF | 7,273.00 | 7,273.000 | 0.000 | 0.000 | 3.30 | 0.00 | |||
| 0630 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 453.00 | 453.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 0635 | PAVE MARKING-DOTTED LANE EXTEN | 06572 | LF | 1,299.00 | 1,299.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0640 | INLAID PAVEMENT MARKER-B W/R (REVISED 4-22-22) | 06613 | EACH | 1,605.00 | 1,605.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0645 | INLAID PAVEMENT MARKER-B Y/R (REVISED 4-22-22) | 06614 | EACH | 81.00 | 81.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0650 | CONCRETE-CLASS A (REVISED 4-19-22) | 08100 | CUYD | 25.00 | 25.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0655 | STEEL REINFORCEMENT | 08150 | LB | 588.00 | 588.000 | 0.000 | 0.000 | 2.00 | 0.00 | |||
| 0660 | CRASH CUSHION TY VI CLASS B TL2 | 08900 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 28,000.00 | 0.00 | |||
| 0665 | CRASH CUSHION TY VI CLASS B TL3 | 08902 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 42,500.00 | 0.00 | |||
| 0670 | FUEL ADJUSTMENT | 10020NS | DOLL | 1,797,964.00 | 1,797,964.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0675 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 900,181.00 | 900,181.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0680 | COHESIVE PILE CORE | 20210EP69 | CUYD | 1,448.00 | 1,448.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0685 | SHOULDER RUMBLE STRIPS-SAWED | 20362ES403 | LF | 241,433.00 | 241,433.000 | 0.000 | 0.000 | 0.11 | 0.00 | |||
| 0690 | LAW ENFORCEMENT OFFICER | 20411ED | HOUR | 2,000.00 | 2,000.000 | 98.000 | 98.000 | 40.00 | 3,920.00 | |||
| 0695 | REMOVE CRASH CUSHION | 20432ES112 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 900.00 | 0.00 | |||
| 0700 | TEMP MEDIAN CROSSOVER | 20545ND | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 15,000.00 | 0.00 | |||
| 0705 | SAWCUT PAVEMENT | 20550ND | LF | 55,179.00 | 55,179.000 | 8,690.000 | 8,690.000 | 2.00 | 17,380.00 | |||
| 0710 | PNEUMATIC BACKSTOWING | 20667ED | TON | 300.00 | 300.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0715 | TEMP CRASH CUSHION | 20738NS112 | EACH | 2.00 | 2.000 | 6.000 | 6.000 | 2,900.00 | 17,400.00 | |||
| 0720 | REINFORCED SOIL SLOPE | 21587EN | SQFT | 109.00 | 109.000 | 0.000 | 0.000 | 117.80 | 0.00 | |||
| 0725 | CONCRETE MEDIAN BARRIER TY 9C | 23086EN | LF | 154.00 | 154.000 | 0.000 | 0.000 | 146.00 | 0.00 | |||
| 0730 | REMOVE CONCRETE MEDIAN BARRIER END | 24457EC | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0735 | PIPELINE INSPECTION | 24814EC | LF | 13,844.00 | 13,902.000 | 3,715.200 | 3,715.200 | 2.15 | 7,987.68 | |||
| 0740 | UTILITY COORDINATION | 24845EC | LS | 1.00 | 1.000 | 1.000 | 1.000 | 1.00 | 1.00 | |||
| 0745 | QUEUE PROTECTION VEHICLE | 25075EC | HOUR | 480.00 | 480.000 | 0.000 | 0.000 | 56.56 | 0.00 | |||
| 0750 | FURNISH QUEUE PROTECTION VEHICLES | 25117EC | MONT | 24.00 | 24.000 | 0.000 | 0.000 | 2,915.00 | 0.00 | |||
| 0755 | PORTABLE QUEUE WARNING ALERT SYSTEM | 26136EC | MONT | 24.00 | 24.000 | 0.000 | 0.000 | 3,657.00 | 0.00 | |||
| 0760 | QUEUE WARNING PCMS | 26137EC | MONT | 192.00 | 192.000 | 0.000 | 0.000 | 530.00 | 0.00 | |||
| 0765 | QUEUE WARNING PORTABLE RADAR SENSORS | 26138EC | MONT | 192.00 | 192.000 | 0.000 | 0.000 | 318.00 | 0.00 | |||
| 2095 | CONCRETE-CLASS B (ADDED 4-22-22) | 02555 | CUYD | 179.00 | 179.000 | 384.000 | 384.000 | 250.00 | 96,000.00 | |||
| 8010 | MAINTAIN & CONTROL TRAFFIC East Tie In | 02650 | LS | 0.00 | 1.000 | 0.500 | 0.500 | 35,896.19 | 17,948.09 | |||
| 8011 | MOBILIZATION For East Tie In Work | 02568 | LS | 0.00 | 1.000 | 1.000 | 1.000 | 5,685.00 | 5,685.00 | |||
| 8012 | WATER BLASTING EXISTING STRIPE East Tie In | 22664EN | LF | 0.00 | 1,500.000 | 6,712.000 | 6,712.000 | 1.37 | 9,195.44 | |||
| 8013 | PAVE MARKING-PAINT CROSS-HATCH East Tie In | 06570 | SQFT | 0.00 | 335.000 | 0.000 | 0.000 | 2.68 | 0.00 | |||
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | 0003 DRAINAGE | |||||||
| 0770 | ENTRANCE PIPE-18 IN | 00441 | LF | 40.00 | 40.000 | 40.000 | 40.000 | 82.46 | 3,298.40 | |||
| 0775 | ENTRANCE PIPE-24 IN | 00443 | LF | 63.00 | 63.000 | 63.000 | 63.000 | 99.05 | 6,240.15 | |||
| 0780 | CULVERT PIPE-18 IN | 00462 | LF | 2,626.50 | 2,697.900 | 1,893.000 | 1,893.000 | 110.34 | 208,873.62 | |||
| 0785 | CULVERT PIPE-24 IN | 00464 | LF | 805.80 | 805.800 | 424.000 | 424.000 | 131.24 | 55,645.76 | |||
| 0790 | CULVERT PIPE-30 IN | 00466 | LF | 288.10 | 288.100 | 208.000 | 208.000 | 151.32 | 31,474.56 | |||
| 0795 | CULVERT PIPE-36 IN | 00468 | LF | 1,388.50 | 1,265.500 | 1,057.000 | 1,057.000 | 199.11 | 210,459.27 | |||
| 0800 | CULVERT PIPE-42 IN | 00469 | LF | 308.10 | 308.100 | 189.000 | 189.000 | 231.01 | 43,660.89 | |||
| 0805 | CULVERT PIPE-48 IN | 00470 | LF | 511.30 | 511.300 | 390.000 | 390.000 | 266.83 | 104,063.70 | |||
| 0810 | CULVERT PIPE-54 IN | 00471 | LF | 319.00 | 319.000 | 223.000 | 223.000 | 325.34 | 72,550.82 | |||
| 0815 | CULVERT PIPE-60 IN | 00472 | LF | 326.10 | 326.100 | 84.500 | 84.500 | 481.49 | 40,685.90 | |||
| 0820 | STORM SEWER PIPE-18 IN (REVISED 4-22-22) | 00522 | LF | 3,247.60 | 3,247.600 | 370.000 | 370.000 | 88.79 | 32,852.30 | |||
| 0825 | STORM SEWER PIPE-24 IN (REVISED 4-22-22) | 00524 | LF | 425.20 | 425.200 | 269.000 | 269.000 | 112.02 | 30,133.38 | |||
| 0830 | STORM SEWER PIPE-30 IN | 00526 | LF | 9.80 | 9.800 | 0.000 | 0.000 | 251.91 | 0.00 | |||
| 0835 | STORM SEWER PIPE-48 IN | 00530 | LF | 2,137.50 | 2,137.500 | 0.000 | 0.000 | 252.66 | 0.00 | |||
| 0840 | STORM SEWER PIPE-54 IN | 00531 | LF | 567.00 | 567.000 | 70.000 | 70.000 | 257.32 | 18,012.40 | |||
| 0845 | STORM SEWER PIPE-60 IN | 00532 | LF | 123.00 | 123.000 | 0.000 | 0.000 | 345.46 | 0.00 | |||
| 0850 | PIPE CULVERT HEADWALL-18 IN (REVISED 4-22-22) | 01204 | EACH | 46.00 | 48.000 | 18.000 | 18.000 | 1,021.00 | 18,378.00 | |||
| 0855 | PIPE CULVERT HEADWALL-24 IN (REVISED 4-22-22) | 01208 | EACH | 15.00 | 15.000 | 8.000 | 8.000 | 1,300.00 | 10,400.00 | |||
| 0860 | PIPE CULVERT HEADWALL-30 IN | 01210 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 1,775.00 | 3,550.00 | |||
| 0865 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 18.00 | 18.000 | 13.000 | 13.000 | 2,250.00 | 29,250.00 | |||
| 0870 | PIPE CULVERT HEADWALL-42 IN | 01214 | EACH | 4.00 | 4.000 | 2.000 | 2.000 | 2,770.00 | 5,540.00 | |||
| 0875 | PIPE CULVERT HEADWALL-48 IN | 01216 | EACH | 7.00 | 7.000 | 3.000 | 3.000 | 3,300.00 | 9,900.00 | |||
| 0880 | PIPE CULVERT HEADWALL-60 IN | 01220 | EACH | 8.00 | 8.000 | 3.000 | 3.000 | 5,375.00 | 16,125.00 | |||
| 0885 | S & F BOX INLET-OUTLET-18 IN | 01450 | EACH | 8.00 | 8.000 | 8.000 | 8.000 | 2,900.00 | 23,200.00 | |||
| 0890 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 4,400.00 | 8,800.00 | |||
| 0895 | CURB BOX INLET TYPE B | 01480 | EACH | 26.00 | 26.000 | 0.000 | 0.000 | 6,600.00 | 0.00 | |||
| 0900 | DROP BOX INLET TYPE 5B | 01505 | EACH | 24.00 | 24.000 | 16.000 | 16.000 | 6,500.00 | 104,000.00 | |||
| 0905 | DROP BOX INLET TYPE 5D | 01511 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 6,200.00 | 0.00 | |||
| 0910 | DROP BOX INLET TYPE 5F | 01517 | EACH | 22.00 | 25.000 | 4.000 | 4.000 | 6,550.00 | 26,200.00 | |||
| 0915 | DROP BOX INLET TYPE 7 | 01538 | EACH | 5.00 | 5.000 | 2.000 | 2.000 | 12,000.00 | 24,000.00 | |||
| 0920 | JUNCTION BOX-18 IN | 01642 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,850.00 | 0.00 | |||
| 0925 | JUNCTION BOX-SPECIAL (REVISED 4-19-22) | 01653 | EACH | 24.00 | 24.000 | 3.000 | 3.000 | 8,300.00 | 24,900.00 | |||
| 0930 | MANHOLE TYPE C | 01767 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 10,000.00 | 0.00 | |||
| 0935 | CHANNEL LINING CLASS II | 02483 | TON | 79.00 | 113.000 | 76.620 | 0.000 | 76.620 | 44.97 | 3,445.60 | 3,445.60 | |
| 0940 | CHANNEL LINING CLASS IV | 02488 | CUYD | 19,292.00 | 19,292.000 | 1,338.000 | 1,338.000 | 10.24 | 13,701.12 | |||
| 0945 | CLEAN PIPE STRUCTURE | 03262 | EACH | 28.00 | 28.000 | 11.000 | 11.000 | 950.00 | 10,450.00 | |||
| 0950 | EROSION CONTROL BLANKET | 05950 | SQYD | 23,871.00 | 23,755.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0955 | HIGH SLUMP 3000 PSI GROUT | 20911ED | CUYD | 87.00 | 87.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 0960 | CONCRETE PATCHING REPAIR | 22146EN | SQFT | 1,463.00 | 1,463.000 | 0.000 | 0.000 | 120.00 | 0.00 | |||
| 0965 | EPOXY INJECTION CRACK REPAIR | 23744EC | LF | 32.00 | 32.000 | 0.000 | 0.000 | 195.00 | 0.00 | |||
| 0970 | CHANNEL LINING CLASS III-MOD | 23864EC | TON | 265.00 | 265.000 | 123.120 | 123.120 | 43.13 | 5,310.16 | |||
| 0975 | GROUT | 23911EC | CUYD | 8.00 | 8.000 | 0.000 | 0.000 | 3,400.00 | 0.00 | |||
| 0980 | PIPE CULVERT HEADWALL-54 IN | 24026EC | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 5,160.00 | 15,480.00 | |||
| 0985 | HDPE PIPE LINER 18 INCH | 24583EC | LF | 347.20 | 0.000 | 0.000 | 0.000 | 126.00 | 0.00 | |||
| 0990 | HDPE PIPE LINER 24 INCH | 24583EC | LF | 796.50 | 0.000 | 0.000 | 0.000 | 174.00 | 0.00 | |||
| 0995 | HDPE PIPE LINER 30 INCH | 24583EC | LF | 131.50 | 0.000 | 0.000 | 0.000 | 240.00 | 0.00 | |||
| 1000 | HDPE PIPE LINER 36 INCH | 24583EC | LF | 676.60 | 0.000 | 0.000 | 0.000 | 294.00 | 0.00 | |||
| 1005 | PVC FOLD AND FORM PIPE LINER-18 IN | 24862EC | LF | 110.80 | 364.300 | 348.000 | 348.000 | 123.00 | 42,804.00 | |||
| 1010 | PVC FOLD AND FORM PIPE LINER-30 IN | 24864EC | LF | 177.00 | 308.500 | 309.000 | 309.000 | 200.00 | 61,800.00 | |||
| 1015 | PVC FOLD AND FORM PIPE LINER-36 IN | 24865EC | LF | 237.00 | 924.500 | 915.000 | 915.000 | 220.00 | 201,300.00 | |||
| 1020 | CULVERT REPAIRS | 25073EC | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,500.00 | 0.00 | |||
| 8008 | BORE AND JACK PIPE-36 IN Sta 212+70 bore and jack 36 inch | 24186EC | LF | 0.00 | 105.000 | 109.250 | 109.250 | 761.00 | 83,139.25 | |||
| 8009 | PVC FOLD AND FORM PIPE LINER-24 IN | 24863EC | LF | 0.00 | 907.500 | 909.000 | 909.000 | 178.50 | 162,256.50 | |||
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | 0004 BRIDGE - 28291 - AT KY 191 | |||||||
| 1025 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 1,304.00 | 1,304.000 | 1,716.680 | 1,716.680 | 70.00 | 120,167.60 | |||
| 1030 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 2,885.00 | 2,885.000 | 1,325.000 | 1,325.000 | 6.00 | 7,950.00 | |||
| 1035 | MASONRY COATING | 02998 | SQYD | 2,191.00 | 2,191.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 1040 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 219.00 | 219.000 | 110.000 | 110.000 | 95.00 | 10,450.00 | |||
| 1045 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 428.00 | 428.000 | 219.580 | 219.580 | 40.00 | 8,783.20 | |||
| 1050 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 794.00 | 794.000 | 447.100 | 447.100 | 60.00 | 26,826.00 | |||
| 1055 | TEST PILES | 08033 | LF | 200.00 | 200.000 | 113.130 | 113.130 | 500.00 | 56,565.00 | |||
| 1060 | PRE-DRILLING FOR PILES | 08039 | LF | 202.00 | 202.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1065 | PILES-STEEL HP12X53 | 08046 | LF | 2,258.00 | 2,258.000 | 1,391.550 | 1,391.550 | 76.00 | 105,757.80 | |||
| 1070 | PILE POINTS-12 IN | 08094 | EACH | 128.00 | 128.000 | 58.000 | 58.000 | 165.00 | 9,570.00 | |||
| 1075 | CONCRETE-CLASS A | 08100 | CUYD | 410.00 | 410.000 | 194.590 | 194.590 | 875.00 | 170,266.25 | |||
| 1080 | CONCRETE-CLASS AA | 08104 | CUYD | 592.00 | 592.000 | 296.000 | 296.000 | 995.00 | 294,520.00 | |||
| 1085 | STEEL REINFORCEMENT | 08150 | LB | 87,006.00 | 87,006.000 | 41,394.000 | 41,394.000 | 1.76 | 72,853.44 | |||
| 1090 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 147,852.00 | 147,852.000 | 73,926.000 | 73,926.000 | 1.80 | 133,066.80 | |||
| 1095 | PRECAST PC I BEAM TYPE 3 | 08633 | LF | 1,769.00 | 1,769.000 | 884.170 | 884.170 | 435.00 | 384,613.95 | |||
| 1100 | ELASTICIZED EPS 28291 | 24595EN | SQYD | 200.00 | 200.000 | 100.000 | 100.000 | 220.00 | 22,000.00 | |||
| 1105 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 725.00 | 725.000 | 362.500 | 362.500 | 145.00 | 52,562.50 | |||
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | 0005 BRIDGE - 28292 - AT KY 2491 | |||||||
| 1110 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 552.00 | 2,175.000 | 426.610 | 426.610 | 70.00 | 29,862.70 | |||
| 1115 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 1,936.00 | 8,040.000 | 1,480.000 | 1,480.000 | 6.00 | 8,880.00 | |||
| 1120 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 160.00 | 162.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 1125 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 1,114.00 | 460.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 1130 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 12.00 | 0.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1135 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 2,060.00 | 2,020.000 | 646.360 | 646.360 | 45.00 | 29,086.20 | |||
| 1140 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 350.00 | 130.000 | 76.950 | 76.950 | 60.00 | 4,617.00 | |||
| 1145 | TEST PILES | 08033 | LF | 165.00 | 160.000 | 83.420 | 83.420 | 500.00 | 41,710.00 | |||
| 1150 | PILES-STEEL HP12X53 | 08046 | LF | 875.00 | 0.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 1155 | PILE POINTS-12 IN | 08094 | EACH | 32.00 | 0.000 | 0.000 | 0.000 | 165.00 | 0.00 | |||
| 1160 | CONCRETE-CLASS A | 08100 | CUYD | 259.20 | 271.000 | 135.790 | 135.790 | 875.00 | 118,816.25 | |||
| 1165 | CONCRETE-CLASS AA | 08104 | CUYD | 535.20 | 601.000 | 0.000 | 0.000 | 920.00 | 0.00 | |||
| 1170 | STEEL REINFORCEMENT | 08150 | LB | 55,420.00 | 0.000 | 0.000 | 0.000 | 1.76 | 0.00 | |||
| 1175 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 147,230.00 | 137,930.000 | 9,228.330 | 9,228.330 | 1.80 | 16,610.99 | |||
| 1180 | ROCK SOUNDINGS | 20745ED | LF | 120.00 | 0.000 | 0.000 | 0.000 | 55.00 | 0.00 | |||
| 1185 | ROCK CORINGS | 20746ED | LF | 222.00 | 0.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1190 | DRILLED SHAFT-54 IN-COMMON | 22417EN | LF | 133.00 | 0.000 | 0.000 | 0.000 | 1,450.00 | 0.00 | |||
| 1195 | DRILLED SHAFT-66 IN (ROCK) | 23000EX | LF | 110.00 | 0.000 | 0.000 | 0.000 | 3,450.00 | 0.00 | |||
| 1200 | CONCRETE SEALING | 23378EC | SQFT | 33,289.00 | 0.000 | 0.000 | 0.000 | 2.25 | 0.00 | |||
| 1205 | PPC I-BEAM TYPE HN 36-49 | 23963EC | LF | 1,822.00 | 0.000 | 0.000 | 0.000 | 585.00 | 0.00 | |||
| 1210 | ELASTICIZED EPS 28292 | 24595EN | SQYD | 110.00 | 401.000 | 89.500 | 89.500 | 220.00 | 19,690.00 | |||
| 1215 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 740.00 | 668.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 8020 | PRE-DRILLING FOR PILES | 08039 | LF | 0.00 | 535.000 | 281.180 | 281.180 | 200.00 | 56,236.00 | |||
| 8021 | PILES-STEEL HP14X89 | 08051 | LF | 0.00 | 1,320.000 | 790.980 | 790.980 | 93.00 | 73,561.14 | |||
| 8022 | PILE POINTS-14 IN | 08095 | EACH | 0.00 | 44.000 | 22.000 | 22.000 | 190.00 | 4,180.00 | |||
| 8023 | MASONRY COATING | 02998 | SQYD | 0.00 | 2,032.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 8024 | PRECAST PC I-BEAM-78 IN(MOD) | 24376EC | LF | 0.00 | 1,576.000 | 788.000 | 788.000 | 805.00 | 634,340.00 | |||
| 8025 | DESIGN VE | 21512NS | DOLL | 0.00 | 165,000.000 | 165,000.000 | 165,000.000 | 1.00 | 165,000.00 | |||
| 8026 | VALUE ENGINEERING | 10121NX | DOLL | 0.00 | 62,071.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8027 | MECHANICAL REINF COUPLER #5 EPOXY COATED | 08140 | EACH | 0.00 | 28.000 | 28.000 | 28.000 | 75.00 | 2,100.00 | |||
| 8028 | MECHANICAL REINF COUPLER-#8 EPOXY COATED | 24405EC | EACH | 0.00 | 4.000 | 4.000 | 4.000 | 175.00 | 700.00 | |||
| 8029 | DESIGN Plan error design fee | 21512NS | DOLL | 0.00 | 20,000.000 | 20,000.000 | 20,000.000 | 1.00 | 20,000.00 | |||
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | 0006 BRIDGE - 28293 - AT KY 1812 | |||||||
| 1220 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 1,179.00 | 1,179.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 1225 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 2,559.00 | 2,559.000 | 0.000 | 0.000 | 6.00 | 0.00 | |||
| 1230 | MASONRY COATING | 02998 | SQYD | 2,134.00 | 2,134.000 | 0.000 | 0.000 | 11.00 | 0.00 | |||
| 1235 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 228.00 | 228.000 | 0.000 | 0.000 | 95.00 | 0.00 | |||
| 1240 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 559.00 | 559.000 | 426.220 | 426.220 | 45.00 | 19,179.90 | |||
| 1245 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 1,021.00 | 1,021.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 1250 | TEST PILES | 08033 | LF | 179.00 | 179.000 | 23.420 | 23.420 | 500.00 | 11,710.00 | |||
| 1255 | PRE-DRILLING FOR PILES | 08039 | LF | 464.00 | 928.000 | 480.000 | 480.000 | 650.00 | 312,000.00 | |||
| 1260 | PILES-STEEL HP12X53 | 08046 | LF | 2,114.00 | 2,114.000 | 558.740 | 558.740 | 75.00 | 41,905.50 | |||
| 1265 | PILE POINTS-12 IN | 08094 | EACH | 140.00 | 140.000 | 48.000 | 48.000 | 165.00 | 7,920.00 | |||
| 1270 | CONCRETE-CLASS A | 08100 | CUYD | 416.00 | 416.000 | 140.560 | 140.560 | 875.00 | 122,990.00 | |||
| 1275 | CONCRETE-CLASS AA | 08104 | CUYD | 602.00 | 602.000 | 0.000 | 0.000 | 1,125.00 | 0.00 | |||
| 1280 | STEEL REINFORCEMENT | 08150 | LB | 74,171.00 | 74,171.000 | 28,276.900 | 28,276.900 | 1.76 | 49,767.34 | |||
| 1285 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 166,165.00 | 166,165.000 | 0.000 | 0.000 | 1.80 | 0.00 | |||
| 1290 | PRECAST PC I BEAM TYPE 2 | 08632 | LF | 2,374.00 | 2,374.000 | 0.000 | 0.000 | 350.00 | 0.00 | |||
| 1295 | ELASTICIZED EPS 28293 | 24595EN | SQYD | 177.00 | 177.000 | 0.000 | 0.000 | 220.00 | 0.00 | |||
| 1300 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 809.00 | 809.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 8007 | MOBILIZATION Additional mobilization for east bound pile drilling on | 02568 | LS | 0.00 | 1.000 | 0.000 | 0.000 | 14,054.67 | 0.00 | |||
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | 0007 BRIDGE - 28294 - AT KY 3034 | |||||||
| 1305 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 807.00 | 807.000 | 1,351.000 | 1,351.000 | 75.00 | 101,325.00 | |||
| 1310 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 1,638.00 | 1,638.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 1315 | MASONRY COATING | 02998 | SQYD | 1,268.00 | 1,268.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 1320 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 164.00 | 164.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1325 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 376.00 | 376.000 | 200.000 | 200.000 | 35.00 | 7,000.00 | |||
| 1330 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 602.00 | 602.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 1335 | TEST PILES | 08033 | LF | 154.00 | 154.000 | 28.000 | 28.000 | 250.00 | 7,000.00 | |||
| 1340 | PRE-DRILLING FOR PILES | 08039 | LF | 560.00 | 560.000 | 360.000 | 360.000 | 500.00 | 180,000.00 | |||
| 1345 | PILES-STEEL HP12X53 | 08046 | LF | 1,407.00 | 1,407.000 | 420.590 | 420.590 | 110.00 | 46,264.90 | |||
| 1350 | PILE POINTS-12 IN | 08094 | EACH | 104.00 | 104.000 | 36.000 | 36.000 | 150.00 | 5,400.00 | |||
| 1355 | CONCRETE-CLASS A | 08100 | CUYD | 345.00 | 345.000 | 38.000 | 46.500 | 84.500 | 975.00 | 37,050.00 | 82,387.50 | |
| 1360 | CONCRETE-CLASS AA | 08104 | CUYD | 332.00 | 332.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 1365 | STEEL REINFORCEMENT | 08150 | LB | 60,687.00 | 60,687.000 | 6,683.000 | 8,177.000 | 14,860.000 | 1.75 | 11,695.25 | 26,005.00 | |
| 1370 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 95,430.00 | 95,430.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 1375 | PRECAST PC BOX BEAM SB17 | 08668 | LF | 1,402.00 | 1,402.000 | 0.000 | 0.000 | 400.00 | 0.00 | |||
| 1380 | ELASTICIZED EPS 28294 | 24595EN | SQYD | 119.00 | 119.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1385 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 480.00 | 480.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | 0008 BRIDGE - 28295 - AT KY 1010 | |||||||
| 1390 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 654.00 | 654.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1395 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 1,604.00 | 1,604.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 1400 | MASONRY COATING | 02998 | SQYD | 1,880.00 | 1,880.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 1405 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 95.00 | 95.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1410 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 138.00 | 138.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 1415 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 313.00 | 313.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1420 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 169.00 | 169.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 1425 | TEST PILES | 08033 | LF | 74.00 | 74.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1430 | PRE-DRILLING FOR PILES | 08039 | LF | 265.00 | 265.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 1435 | PILES-STEEL HP12X53 | 08046 | LF | 818.00 | 818.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 1440 | PILE POINTS-12 IN | 08094 | EACH | 51.00 | 51.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1445 | CONCRETE-CLASS A | 08100 | CUYD | 314.00 | 314.000 | 0.000 | 0.000 | 975.00 | 0.00 | |||
| 1450 | CONCRETE-CLASS AA | 08104 | CUYD | 422.00 | 422.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 1455 | STEEL REINFORCEMENT | 08150 | LB | 69,828.00 | 69,828.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 1460 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 119,808.00 | 119,808.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 1465 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 1,208.00 | 1,208.000 | 0.000 | 0.000 | 650.00 | 0.00 | |||
| 1470 | ELASTICIZED EPS 28295 | 24595EN | SQYD | 101.00 | 101.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1475 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 615.00 | 615.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | 0009 BRIDGE - 28296 - AT KY 1419 | |||||||
| 1480 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 1,230.00 | 1,230.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1485 | FABRIC-GEOTEXTILE CLASS 1A | 02604 | SQYD | 2,608.00 | 2,608.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 1490 | MASONRY COATING | 02998 | SQYD | 1,996.00 | 1,996.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 1495 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 228.00 | 228.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1500 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 448.00 | 448.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 1505 | CRUSHED AGGREGATE SLOPE PROT | 08020 | TON | 720.00 | 720.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 1510 | TEST PILES | 08033 | LF | 189.00 | 189.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1515 | PRE-DRILLING FOR PILES | 08039 | LF | 131.00 | 131.000 | 190.000 | 190.000 | 450.00 | 85,500.00 | |||
| 1520 | PILES-STEEL HP12X53 | 08046 | LF | 2,344.00 | 2,344.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 1525 | PILE POINTS-12 IN | 08094 | EACH | 132.00 | 132.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1530 | CONCRETE-CLASS A | 08100 | CUYD | 407.00 | 407.000 | 0.000 | 0.000 | 975.00 | 0.00 | |||
| 1535 | CONCRETE-CLASS AA | 08104 | CUYD | 525.00 | 525.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 1540 | STEEL REINFORCEMENT | 08150 | LB | 81,252.00 | 81,252.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 1545 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 149,271.00 | 149,271.000 | 0.000 | 0.000 | 1.75 | 0.00 | |||
| 1550 | PRECAST PC I BEAM TYPE 2 | 08632 | LF | 1,599.00 | 1,599.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 1555 | ELASTICIZED EPS 28296 | 24595EN | SQYD | 187.00 | 187.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1560 | RAIL SYSTEM SINGLE SLOPE - 40 IN | 25028ED | LF | 657.00 | 657.000 | 0.000 | 0.000 | 125.00 | 0.00 | |||
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | 0010 BRIDGE- CULVERT - 28297 - DBL 10X6 | |||||||
| 1565 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 45,733.71 | 45,733.71 | |||
| 1570 | CONCRETE-CLASS A | 08100 | CUYD | 407.30 | 407.300 | 407.300 | 407.300 | 735.00 | 299,365.50 | |||
| 1575 | STEEL REINFORCEMENT | 08150 | LB | 52,545.00 | 52,545.000 | 52,545.000 | 52,545.000 | 1.64 | 86,173.80 | |||
| 1580 | LOW FLOW DIVERSION CURB | 08410 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 8100 | REMOVE STRUCTURE 20 LF | 02731 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 17,142.85 | 0.00 | |||
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | 0011 BRIDGE- CULVERT - 28298 - DBL 10X6 | |||||||
| 1585 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 149.00 | 149.000 | 0.000 | 0.000 | 110.00 | 0.00 | |||
| 1590 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 97,000.00 | 97,000.00 | |||
| 1595 | CONCRETE-CLASS A | 08100 | CUYD | 451.30 | 451.300 | 505.700 | 505.700 | 720.00 | 364,104.00 | |||
| 1600 | STEEL REINFORCEMENT | 08150 | LB | 59,271.00 | 59,271.000 | 65,803.000 | 65,803.000 | 1.64 | 107,916.92 | |||
| 1605 | LOW FLOW DIVERSION CURB | 08410 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 5,000.00 | 5,000.00 | |||
| 8101 | FOUNDATION PREPARATION 20 LF | 08003 | LS | 0.00 | 0.000 | 0.000 | 0.000 | 11,975.31 | 0.00 | |||
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | 0012 BRIDGE- CULVERT - 28299 - 4X4 | |||||||
| 1610 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 75.00 | 75.000 | 75.000 | 75.000 | 100.00 | 7,500.00 | |||
| 1615 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 10,800.00 | 10,800.00 | |||
| 1620 | CONCRETE-CLASS A | 08100 | CUYD | 64.80 | 64.800 | 64.800 | 64.800 | 700.00 | 45,360.00 | |||
| 1625 | STEEL REINFORCEMENT | 08150 | LB | 4,351.00 | 4,351.000 | 4,351.000 | 4,351.000 | 1.75 | 7,614.25 | |||
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | 0013 BRIDGE- CULVERT - 28300 - 5X5 | |||||||
| 1630 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 9,000.00 | 9,000.00 | |||
| 1635 | CONCRETE-CLASS A | 08100 | CUYD | 65.60 | 65.600 | 65.600 | 65.600 | 750.00 | 49,200.00 | |||
| 1640 | STEEL REINFORCEMENT | 08150 | LB | 4,484.00 | 4,484.000 | 4,484.000 | 4,484.000 | 1.75 | 7,847.00 | |||
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | 0014 BRIDGE- CULVERT - 28301 - DBL 14X8 | |||||||
| 1645 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 274.00 | 274.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 1650 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 105,000.00 | 0.00 | |||
| 1655 | CONCRETE-CLASS A | 08100 | CUYD | 743.30 | 743.300 | 0.000 | 0.000 | 665.00 | 0.00 | |||
| 1660 | STEEL REINFORCEMENT | 08150 | LB | 137,928.00 | 137,928.000 | 0.000 | 0.000 | 1.64 | 0.00 | |||
| 1665 | LOW FLOW DIVERSION CURB | 08410 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 5,000.00 | 0.00 | |||
| 8102 | EW~ Temporary Shoring to maintain 2 lanes | 10090NX | LS | 0.00 | 0.000 | 0.000 | 0.000 | 236,250.00 | 0.00 | |||
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | 0015 BRIDGE- CULVERT - 28303 - 5X4 | |||||||
| 1670 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 15.00 | 15.000 | 15.000 | 15.000 | 100.00 | 1,500.00 | |||
| 1675 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 15,000.00 | 15,000.00 | |||
| 1680 | CONCRETE-CLASS A | 08100 | CUYD | 154.50 | 154.500 | 154.500 | 154.500 | 785.00 | 121,282.50 | |||
| 1685 | STEEL REINFORCEMENT | 08150 | LB | 16,034.00 | 16,034.000 | 16,034.000 | 16,034.000 | 1.75 | 28,059.50 | |||
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | 0016 BRIDGE- CULVERT - 28302 - 8X8 | |||||||
| 1690 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 65.00 | 65.000 | 65.000 | 65.000 | 100.00 | 6,500.00 | |||
| 1695 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 13,000.00 | 13,000.00 | |||
| 1700 | CONCRETE-CLASS A | 08100 | CUYD | 113.40 | 113.400 | 113.400 | 113.400 | 850.00 | 96,390.00 | |||
| 1705 | STEEL REINFORCEMENT | 08150 | LB | 8,752.00 | 8,752.000 | 8,752.000 | 8,752.000 | 1.75 | 15,316.00 | |||
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | 0017 BRIDGE-CULVERT - 28305 - DBL 12X8 | |||||||
| 1710 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 56,000.00 | 56,000.00 | |||
| 1715 | CONCRETE-CLASS A | 08100 | CUYD | 381.20 | 381.200 | 381.200 | 381.200 | 785.00 | 299,242.00 | |||
| 1720 | STEEL REINFORCEMENT | 08150 | LB | 44,727.00 | 44,727.000 | 44,727.000 | 44,727.000 | 1.75 | 78,272.25 | |||
| 1725 | LOW FLOW DIVERSION CURB | 08410 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | 0018 BRIDGE-CULVERT - 28306 - 8X5 | |||||||
| 1730 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 3.00 | 3.000 | 3.000 | 3.000 | 350.00 | 1,050.00 | |||
| 1735 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 11,000.00 | 11,000.00 | |||
| 1740 | CONCRETE-CLASS A | 08100 | CUYD | 103.10 | 103.100 | 103.100 | 103.100 | 800.00 | 82,480.00 | |||
| 1745 | STEEL REINFORCEMENT | 08150 | LB | 7,548.00 | 7,548.000 | 7,548.000 | 7,548.000 | 1.75 | 13,209.00 | |||
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | 0019 BRIDGE- CULVERT - 28307 - DBL 12X8 | |||||||
| 1750 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 1.00 | 1.000 | 1.000 | 1.000 | 350.00 | 350.00 | |||
| 1755 | FOUNDATION PREPARATION | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 57,500.00 | 57,500.00 | |||
| 1760 | CONCRETE-CLASS A | 08100 | CUYD | 403.50 | 403.500 | 13.760 | 389.740 | 403.500 | 785.00 | 10,801.60 | 316,747.50 | |
| 1765 | STEEL REINFORCEMENT | 08150 | LB | 48,960.00 | 48,960.000 | 1,671.000 | 47,289.000 | 48,960.000 | 1.75 | 2,924.25 | 85,680.00 | |
| 1770 | LOW FLOW DIVERSION CURB | 08410 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 2,000.00 | 2,000.00 | |||
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | 0020 BRIDGE-RETAINING WALL - STA 387+50 | |||||||
| 1775 | PERFORATED PIPE-4 IN | 01000 | LF | 247.00 | 247.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 1780 | FLOWABLE FILL | 02220 | CUYD | 87.00 | 87.000 | 0.000 | 0.000 | 319.00 | 0.00 | |||
| 1785 | CONCRETE-CLASS B | 02555 | CUYD | 20.00 | 20.000 | 0.000 | 0.000 | 1,300.00 | 0.00 | |||
| 1790 | PRE-DRILLING FOR PILES ROCK | 08039 | LF | 465.00 | 465.000 | 0.000 | 0.000 | 145.00 | 0.00 | |||
| 1795 | PRE-DRILLING FOR PILES SOIL | 08039 | LF | 670.00 | 670.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 1800 | PILES-STEEL HP14X89 | 08051 | LF | 345.00 | 345.000 | 0.000 | 0.000 | 122.00 | 0.00 | |||
| 1805 | CONCRETE-CLASS A | 08100 | CUYD | 116.00 | 116.000 | 0.000 | 0.000 | 319.00 | 0.00 | |||
| 1810 | CONCRETE-CLASS A | 08100 | CUYD | 178.00 | 178.000 | 0.000 | 0.000 | 319.00 | 0.00 | |||
| 1815 | STEEL REINFORCEMENT | 08150 | LB | 20,628.00 | 20,628.000 | 0.000 | 0.000 | 3.50 | 0.00 | |||
| 1820 | SHEAR CONNECTORS | 08170 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 25,000.00 | 0.00 | |||
| 1825 | CONCRETE BARRIER | 20172ED | LF | 287.00 | 287.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 1830 | ROCK SOUNDINGS | 20745ED | LF | 670.00 | 670.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 1835 | ROCK CORINGS | 20746ED | LF | 620.00 | 620.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 1840 | CONCRETE SEALING | 23378EC | SQFT | 4,399.00 | 4,399.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 1845 | TIMBER LAGGING | 24132EC | SQFT | 2,487.00 | 2,487.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 1850 | DRAINAGE GEOCOMPOSITE | 24461ED | SQYD | 234.00 | 234.000 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1855 | PILES-STEEL W18X158 | 25084ED | LF | 814.00 | 814.000 | 0.000 | 0.000 | 202.00 | 0.00 | |||
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | 0021 SIGNING | |||||||
| 1860 | GMSS GALV STEEL TYPE A | 06400 | LB | 13,332.00 | 13,332.000 | 0.000 | 0.000 | 6.50 | 0.00 | |||
| 1865 | FLEXIBLE DELINEATOR POST-M/W | 06401 | EACH | 769.00 | 769.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 1870 | FLEXIBLE DELINEATOR POST-M/Y | 06404 | EACH | 91.00 | 91.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 1875 | SBM ALUMINUM PANEL SIGNS | 06405 | SQFT | 582.00 | 582.000 | 0.000 | 0.000 | 28.50 | 0.00 | |||
| 1880 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 405.00 | 405.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| 1885 | SBM ALUM SHEET SIGNS .125 IN | 06407 | SQFT | 1,055.00 | 1,055.000 | 0.000 | 0.000 | 24.25 | 0.00 | |||
| 1890 | STEEL POST TYPE 1 | 06410 | LF | 2,607.00 | 2,607.000 | 0.000 | 0.000 | 15.15 | 0.00 | |||
| 1895 | STEEL POST MILE MARKERS | 06412 | EACH | 24.00 | 24.000 | 0.000 | 0.000 | 180.00 | 0.00 | |||
| 1900 | GMSS GALV STEEL TYPE C | 06441 | LB | 7,560.00 | 7,560.000 | 0.000 | 0.000 | 11.50 | 0.00 | |||
| 1905 | REMOVE SIGN SUPPORT BEAM | 06451 | EACH | 23.00 | 23.000 | 18.000 | 18.000 | 225.00 | 4,050.00 | |||
| 1910 | CLASS A CONCRETE FOR SIGNS | 06490 | CUYD | 78.50 | 78.500 | 0.000 | 0.000 | 950.00 | 0.00 | |||
| 1915 | STEEL REINFORCEMENT FOR SIGNS | 06491 | LB | 1,702.00 | 1,702.000 | 0.000 | 0.000 | 3.00 | 0.00 | |||
| 1920 | REMOVE & RELOCATE SIGNS | 20418ED | EACH | 13.00 | 13.000 | 9.000 | 9.000 | 4,000.00 | 36,000.00 | |||
| 1925 | ROADWAY CROSS SECTION | 20419ND | EACH | 18.00 | 18.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 1930 | GMSS TYPE D | 21596ND | EACH | 49.00 | 49.000 | 0.000 | 0.000 | 675.00 | 0.00 | |||
| 1935 | BARCODE SIGN INVENTORY | 24631EC | EACH | 158.00 | 158.000 | 0.000 | 0.000 | 22.00 | 0.00 | |||
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | 0022 LIGHTING | |||||||
| 1940 | POLE 120 FT MTG HT HIGH MAST | 04714 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 75,842.02 | 0.00 | |||
| 1945 | LIGHTING CONTROL EQUIPMENT | 04761 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 32,920.74 | 0.00 | |||
| 1950 | CONDUIT-3 IN | 04797 | LF | 150.00 | 150.000 | 0.000 | 0.000 | 67.77 | 0.00 | |||
| 1955 | MARKER | 04800 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 446.35 | 0.00 | |||
| 1960 | TRENCHING AND BACKFILLING | 04820 | LF | 780.00 | 780.000 | 0.000 | 0.000 | 7.68 | 0.00 | |||
| 1965 | ELECTRICAL JUNCTION BOX TYPE C | 20392NS835 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 3,495.15 | 0.00 | |||
| 1970 | POLE BASE-HIGH MAST | 23161EN | CUYD | 20.00 | 20.000 | 0.000 | 0.000 | 1,817.69 | 0.00 | |||
| 1975 | HIGH MAST LED LUMINAIRE | 24749EC | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 3,242.68 | 0.00 | |||
| 1980 | CABLE-NO. 10/3C DUCTED | 24851EC | LF | 1,040.00 | 1,040.000 | 0.000 | 0.000 | 8.18 | 0.00 | |||
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | 0023 WATERLINE | |||||||
| 1985 | W CAP EXISTING MAIN | 14003 | EACH | 4.00 | 4.000 | 4.000 | 4.000 | 800.00 | 3,200.00 | |||
| 1990 | W ENCASEMENT STEEL BORED RANGE 2 | 14007 | LF | 417.00 | 0.000 | 160.000 | 160.000 | 125.00 | 20,000.00 | |||
| 1995 | W ENCASEMENT STEEL BORED RANGE 3 | 14008 | LF | 315.00 | 0.000 | 0.000 | 0.000 | 130.00 | 0.00 | |||
| 2000 | W ENCASEMENT STEEL OPEN CUT RANGE 2 | 14013 | LF | 220.00 | 0.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 2005 | W ENCASEMENT STEEL OPEN CUT RANGE 3 | 14014 | LF | 535.00 | 0.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 2010 | W FLUSH HYDRANT ASSEMBLY | 14022 | EACH | 7.00 | 7.000 | 5.000 | 5.000 | 2,900.00 | 14,500.00 | |||
| 2015 | W PIPE DUCTILE IRON 03 INCH | 14034 | LF | 907.00 | 0.000 | 0.000 | 0.000 | 90.00 | 0.00 | |||
| 2020 | W PIPE DUCTILE IRON 06 INCH | 14036 | LF | 1,333.00 | 0.000 | 583.000 | 583.000 | 64.00 | 37,312.00 | |||
| 2025 | W PIPE PVC 03 INCH | 14057 | LF | 2,102.00 | 2,102.000 | 2,001.000 | 2,001.000 | 12.00 | 24,012.00 | |||
| 2030 | W PIPE PVC 04 INCH | 14058 | LF | 2,166.00 | 2,166.000 | 1,710.000 | 1,710.000 | 18.00 | 30,780.00 | |||
| 2035 | W PIPE PVC 06 INCH | 14059 | LF | 2,020.00 | 2,020.000 | 1,556.000 | 1,556.000 | 42.00 | 65,352.00 | |||
| 2040 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | EACH | 3.00 | 3.000 | 3.000 | 3.000 | 900.00 | 2,700.00 | |||
| 2045 | W TAPPING SLEEVE AND VALVE SIZE 1 | 14089 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 5,200.00 | 26,000.00 | |||
| 2050 | W TIE-IN 03 INCH | 14092 | EACH | 5.00 | 5.000 | 5.000 | 5.000 | 2,000.00 | 10,000.00 | |||
| 2055 | W TIE-IN 04 INCH | 14093 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 900.00 | 900.00 | |||
| 2060 | W TIE-IN 06 INCH | 14094 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 1,500.00 | 6,000.00 | |||
| 2065 | W VALVE 03 INCH | 14103 | EACH | 14.00 | 14.000 | 12.000 | 12.000 | 1,200.00 | 14,400.00 | |||
| 2070 | W VALVE 04 INCH | 14104 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 1,200.00 | 2,400.00 | |||
| 2075 | W VALVE 06 INCH | 14105 | EACH | 5.00 | 5.000 | 4.000 | 4.000 | 1,550.00 | 6,200.00 | |||
| 2080 | W LINE MARKER | 14144 | EACH | 58.00 | 58.000 | 58.000 | 58.000 | 70.00 | 4,060.00 | |||
| 8001 | W ENCASEMENT SPECIAL Bored poly / plastic range 2 | 14126 | LF | 0.00 | 417.000 | 505.000 | 505.000 | 131.25 | 66,281.25 | |||
| 8002 | W ENCASEMENT SPECIAL Bored poly / plastic range 3 | 14126 | LF | 0.00 | 315.000 | 745.000 | 745.000 | 136.50 | 101,692.50 | |||
| 8003 | W ENCASEMENT SPECIAL Open cut poly/plastic range 2 | 14126 | LF | 0.00 | 220.000 | 350.000 | 350.000 | 84.00 | 29,400.00 | |||
| 8004 | W ENCASEMENT SPECIAL Open cut poly/plastic range 3 | 14126 | LF | 0.00 | 535.000 | 840.000 | 840.000 | 94.50 | 79,380.00 | |||
| 8005 | W PIPE POLYETHYLENE/PLASTIC 03 INCH | 14067 | LF | 0.00 | 907.000 | 1,050.000 | 1,050.000 | 34.65 | 36,382.50 | |||
| 8006 | W PIPE POLYETHYLENE/PLASTIC 06 INCH | 14069 | LF | 0.00 | 1,333.000 | 1,023.000 | 1,023.000 | 67.20 | 68,745.60 | |||
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | 0024 TRAINEES | |||||||
| 2100 | TRAINEE PAYMENT REIMBURSEMENT GROUP 2, 3, 4 OPERATOR (ADDED 4-22-2022) | 02742 | HOUR | 1,400.00 | 1,400.000 | 76.000 | 117.000 | 193.000 | 1.00 | 76.00 | 193.00 | |
| 2105 | TRAINEE PAYMENT REIMBURSEMENT GROUP 2, 3, 4 OPERATOR (ADDED 4-22-2022 | 02742 | HOUR | 1,400.00 | 1,400.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| Project | DE11990092222 | Fed/State Project Number | NHPP 0061(066) | Category | 0025 DEMOBILIZATION & MOBILIZATION | |||||||
| 2085 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,000,000.00 | 4,000,000.00 | |||
| 2090 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,337,000.00 | 0.00 | |||
| SUBTOT | $591,395.36 |
$35,832,251.23 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1070-1-0I |
PILE POINTS | EACH |
63.00 | 0001 | $87.026000 | $5,482.63 | ||||||
1155-1-0I |
PILE POINTS | EACH |
8.00 | 0001 | $87.026000 | $696.20 | ||||||
1265-1-0I |
PILE POINTS | EACH |
72.00 | 0001 | $87.026000 | $6,265.87 | ||||||
1065-1-0I |
PILES | LF |
450.00 | 0002 | $42.696800 | $19,213.56 | ||||||
1070-2-0I |
PILE POINTS | EACH |
9.00 | 0002 | $137.800000 | $1,240.20 | ||||||
1085-1-0I |
STEEL REINUN 615GR40 | LB |
34,079.00 | 0002 | $0.805600 | $27,454.03 | ||||||
1260-1-0I |
PILES | LF |
450.00 | 0002 | $42.696800 | $19,213.56 | ||||||
1265-2-0I |
PILE POINTS | EACH |
9.00 | 0002 | $137.800000 | $1,240.20 | ||||||
1095-1-0I |
I BEAM, TYPE 3 | FT |
1,768.30 | 0004 | $312.700000 | $552,947.41 | ||||||
0240-1-0I |
FENCE, WOVEN | FT |
116,326.00 | 0005 | $2.620000 | $304,774.12 | ||||||
1280-1-0I |
STEEL REINUN 615GR40 | LB |
13,347.00 | 0005 | $0.805600 | $10,752.34 | ||||||
1575-1-0I |
STEEL REINUN 615GR40 | LB |
29,390.00 | 0005 | $0.805600 | $23,676.58 | ||||||
1260-2-0I |
PILES | LF |
905.00 | 0007 | $42.696000 | $38,639.88 | ||||||
1265-3-0I |
PILE POINTS | EACH |
24.00 | 0007 | $137.800000 | $3,307.20 | ||||||
1345-1-0I |
PILES | LF |
1,407.00 | 0010 | $40.280000 | $56,673.96 | ||||||
1435-1-0I |
PILES | LF |
818.00 | 0010 | $40.280000 | $32,949.00 | ||||||
1465-1-0I |
I BEAM, TYPE 4 | LF |
1,208.00 | 0010 | $381.650000 | $461,033.20 | ||||||
1520-1-0I |
PILES | LF |
2,344.00 | 0010 | $40.280000 | $94,416.32 | ||||||
1375-1-0I |
BOX BEAM, B | LF |
1,402.00 | 0015 | $162.220000 | $227,432.44 | ||||||
1170-1-0I |
STEEL REINUN 615GR40 | LB |
48,608.00 | 0023 | $0.805600 | $39,158.60 | ||||||
1175-1-0I |
STEEL, REINEPCOATED | LB |
244.00 | 0023 | $0.890400 | $217.25 | ||||||
1365-2-0I |
STEEL REINUN 615GR40 | LB |
7,855.00 | 0023 | $1.643000 | $12,905.77 | ||||||
1365-1-0I |
STEEL REINUN 615GR40 | LB |
41,237.00 | 0023 | $0.805600 | $33,220.53 | ||||||
1370-1-0I |
STEEL, REINEPCOATED | LB |
306.00 | 0023 | $1.643000 | $502.75 | ||||||
1090-1-0I |
STEEL, REINEPCOATED | LB |
29,927.00 | 0027 | $0.906300 | $27,122.84 | ||||||
1285-1-0I |
STEEL, REINEPCOATED | LB |
4,415.00 | 0027 | $0.906300 | $4,001.31 | ||||||
1290-1-0I |
I BEAM, TYPE 2 | FT |
356.00 | 0027 | $217.300000 | $77,358.80 | ||||||
1940-1-0I |
TRAFFIC INCIDENTAL | EACH |
2.00 | 0027 | $29427.420000 | $58,854.84 | ||||||
1945-1-0I |
TRAFFIC INCIDENTAL | EACH |
1.00 | 0027 | $19193.830000 | $19,193.83 | ||||||
1965-1-0I |
TRAFFIC INCIDENTAL | EACH |
4.00 | 0027 | $1990.000000 | $7,960.00 | ||||||
1975-1-0I |
TRAFFIC INCIDENTAL | EACH |
8.00 | 0027 | $2049.510000 | $16,396.08 | ||||||
1090-4-0I |
STEEL, REINEPCOATED | LB |
77,993.00 | 0029 | $0.906300 | $70,685.05 | ||||||
1090-3-0I |
STEEL, REINEPCOATED | LB |
136,890.00 | 0029 | $0.906300 | $124,063.40 | ||||||
1090-2-0I |
STEEL, REINEPCOATED | LB |
56,146.00 | 0029 | $0.906300 | $50,885.11 | ||||||
1170-2-0I |
STEEL REINUN 615GR40 | LB |
14,972.00 | 0029 | $0.922200 | $13,807.17 | ||||||
1175-3-0I |
STEEL, REINEPCOATED | LB |
37,292.00 | 0029 | $0.922200 | $34,390.68 | ||||||
1175-2-0I |
STEEL, REINEPCOATED | LB |
100,934.00 | 0029 | $0.922000 | $93,061.14 | ||||||
1205-1-0I |
I BEAM, TYPE 2 | FT |
1,575.00 | 0029 | $458.980000 | $722,893.50 | ||||||
1285-2-0I |
STEEL, REINEPCOATED | LB |
42,829.00 | 0029 | $0.906300 | $38,815.92 | ||||||
1290-2-0I |
I BEAM, TYPE 2 | FT |
1,187.00 | 0029 | $217.300000 | $257,935.10 | ||||||
1600-1-0I |
STEEL REINUN 615GR40 | LB |
60,723.00 | 0029 | $0.821500 | $49,883.94 | ||||||
1090-5-0I |
STEEL, REINEPCOATED | LS |
1.00 | 0030 | $33386.000000 | $33,386.00 | ||||||
1290-3-0I |
I BEAM, TYPE 2 | FT |
831.00 | 0030 | $217.300000 | $180,576.30 | ||||||
1550-1-0I |
I BEAM, TYPE 2 | LF |
1,312.50 | 0030 | $245.740000 | $322,533.75 | ||||||
1260-3-0I |
PILES | LF |
1,765.00 | 0033 | $65.000000 | $114,725.00 | ||||||
1265-4-0I |
PILE POINTS | EACH |
44.00 | 0033 | $174.900000 | $7,695.60 | ||||||
8024-1-0I |
I BEAM, TYPE 8 | LS |
1.00 | 0039 | $15515.790000 | $15,515.79 | ||||||
1550-2-0I |
I BEAM, TYPE 2 | LF |
285.80 | 0041 | $245.740000 | $70,232.49 | ||||||
1065-1-0A |
PILES | LF |
217.92 | 0002 | $42.696800 | $-9,304.49 | ||||||
1070-2-0A |
PILE POINTS | EACH |
9.00 | 0002 | $137.800000 | $-1,240.20 | ||||||
1070-1-0A |
PILE POINTS | EACH |
12.00 | 0002 | $87.026000 | $-1,044.31 | ||||||
1065-1-0A |
PILES | LF |
116.93 | 0003 | $42.696800 | $-4,992.54 | ||||||
1070-1-0A |
PILE POINTS | EACH |
6.00 | 0003 | $87.026000 | $-522.16 | ||||||
1085-1-0A |
STEEL REINUN 615GR40 | LB |
7,001.07 | 0003 | $0.805600 | $-5,640.06 | ||||||
1085-1-0A |
STEEL REINUN 615GR40 | LB |
6,009.79 | 0004 | $0.805600 | $-4,841.48 | ||||||
1065-1-0A |
PILES | LF |
115.15 | 0006 | $42.696800 | $-4,916.53 | ||||||
1070-1-0A |
PILE POINTS | EACH |
18.00 | 0006 | $87.026000 | $-1,566.47 | ||||||
1085-1-0A |
STEEL REINUN 615GR40 | LB |
12,917.23 | 0006 | $0.805600 | $-10,406.12 | ||||||
1260-2-0A |
PILES | LF |
49.65 | 0008 | $42.696000 | $-2,119.86 | ||||||
1260-1-0A |
PILES | LF |
49.65 | 0008 | $42.696800 | $-2,119.90 | ||||||
1260-2-0A |
PILES | LF |
86.80 | 0009 | $42.696000 | $-3,706.01 | ||||||
1260-1-0A |
PILES | LF |
86.80 | 0009 | $42.696800 | $-3,706.08 | ||||||
1265-3-0A |
PILE POINTS | EACH |
12.00 | 0009 | $137.800000 | $-1,653.60 | ||||||
1265-2-0A |
PILE POINTS | EACH |
9.00 | 0009 | $137.800000 | $-1,240.20 | ||||||
1265-1-0A |
PILE POINTS | EACH |
12.00 | 0009 | $87.026000 | $-1,044.31 | ||||||
1280-1-0A |
STEEL REINUN 615GR40 | LB |
6,727.10 | 0009 | $0.805600 | $-5,419.35 | ||||||
1260-2-0A |
PILES | LF |
282.24 | 0010 | $42.696000 | $-12,050.52 | ||||||
1260-1-0A |
PILES | LF |
282.24 | 0010 | $42.696800 | $-12,050.74 | ||||||
1265-3-0A |
PILE POINTS | EACH |
12.00 | 0010 | $137.800000 | $-1,653.60 | ||||||
1265-1-0A |
PILE POINTS | EACH |
24.00 | 0010 | $87.026000 | $-2,088.62 | ||||||
1280-1-0A |
STEEL REINUN 615GR40 | LB |
6,034.60 | 0010 | $0.805600 | $-4,861.47 | ||||||
1280-1-0A |
STEEL REINUN 615GR40 | LB |
585.30 | 0011 | $0.805600 | $-471.52 | ||||||
1260-2-0A |
PILES | LF |
140.05 | 0012 | $42.696000 | $-5,979.57 | ||||||
1260-1-0A |
PILES | LF |
31.31 | 0012 | $42.696800 | $-1,336.84 | ||||||
1265-1-0A |
PILE POINTS | EACH |
12.00 | 0012 | $87.026000 | $-1,044.31 | ||||||
1575-1-0A |
STEEL REINUN 615GR40 | LB |
16,407.50 | 0015 | $0.805600 | $-13,217.88 | ||||||
1575-1-0A |
STEEL REINUN 615GR40 | LB |
11,067.77 | 0016 | $0.805600 | $-8,916.19 | ||||||
1575-1-0A |
STEEL REINUN 615GR40 | LB |
1,914.73 | 0017 | $0.805600 | $-1,542.51 | ||||||
1600-1-0A |
STEEL REINUN 615GR40 | LB |
8,996.10 | 0029 | $0.821500 | $-7,390.30 | ||||||
1070-1-0A |
PILE POINTS | EACH |
11.00 | 0030 | $87.026000 | $-957.28 | ||||||
1600-1-0A |
STEEL REINUN 615GR40 | LB |
14,159.90 | 0030 | $0.821500 | $-11,632.36 | ||||||
1070-1-0A |
PILE POINTS | EACH |
11.00 | 0031 | $87.026000 | $-957.28 | ||||||
1085-1-0A |
STEEL REINUN 615GR40 | LB |
8,150.91 | 0031 | $0.805600 | $-6,566.37 | ||||||
1095-1-0A |
I BEAM, TYPE 3 | FT |
884.17 | 0031 | $312.700000 | $-276,479.96 | ||||||
1600-1-0A |
STEEL REINUN 615GR40 | LB |
9,521.40 | 0031 | $0.821500 | $-7,821.83 | ||||||
1600-1-0A |
STEEL REINUN 615GR40 | LB |
11,698.90 | 0032 | $0.821500 | $-9,610.65 | ||||||
1600-1-0A |
STEEL REINUN 615GR40 | LB |
16,346.70 | 0033 | $0.821500 | $-13,428.80 | ||||||
1090-5-0A |
STEEL, REINEPCOATED | LS |
1.00 | 0036 | $33386.000000 | $-33,386.00 | ||||||
1090-4-0A |
STEEL, REINEPCOATED | LB |
73,926.00 | 0036 | $0.906300 | $-66,999.13 | ||||||
1090-3-0A |
STEEL, REINEPCOATED | LB |
73,926.00 | 0036 | $0.906300 | $-66,999.13 | ||||||
1090-2-0A |
STEEL, REINEPCOATED | LB |
56,146.00 | 0036 | $0.906300 | $-50,885.11 | ||||||
1090-1-0A |
STEEL, REINEPCOATED | LB |
29,927.00 | 0036 | $0.906300 | $-27,122.84 | ||||||
1345-1-0A |
PILES | LF |
210.36 | 0037 | $40.280000 | $-8,473.30 | ||||||
1365-1-0A |
STEEL REINUN 615GR40 | LB |
2,111.00 | 0037 | $0.805600 | $-1,700.62 | ||||||
1365-2-0A |
STEEL REINUN 615GR40 | LB |
2,111.00 | 0037 | $1.643000 | $-3,468.37 | ||||||
1365-2-0A |
STEEL REINUN 615GR40 | LB |
1,055.00 | 0038 | $1.643000 | $-1,733.37 | ||||||
1365-1-0A |
STEEL REINUN 615GR40 | LB |
1,055.00 | 0038 | $0.805600 | $-849.91 | ||||||
1175-3-0A |
STEEL, REINEPCOATED | LB |
3,860.13 | 0039 | $0.922200 | $-3,559.81 | ||||||
1175-2-0A |
STEEL, REINEPCOATED | LB |
3,860.13 | 0039 | $0.922000 | $-3,559.04 | ||||||
1175-1-0A |
STEEL, REINEPCOATED | LB |
244.00 | 0039 | $0.890400 | $-217.25 | ||||||
1365-2-0A |
STEEL REINUN 615GR40 | LB |
1,231.00 | 0039 | $1.643000 | $-2,022.53 | ||||||
1365-1-0A |
STEEL REINUN 615GR40 | LB |
1,231.00 | 0039 | $0.805600 | $-991.69 | ||||||
1365-1-0A |
STEEL REINUN 615GR40 | LB |
615.00 | 0040 | $0.805600 | $-495.44 | ||||||
1365-2-0A |
STEEL REINUN 615GR40 | LB |
615.00 | 0040 | $1.643000 | $-1,010.45 | ||||||
1175-3-0A |
STEEL, REINEPCOATED | LB |
3,315.80 | 0041 | $0.922200 | $-3,057.83 | ||||||
1175-2-0A |
STEEL, REINEPCOATED | LB |
3,315.80 | 0041 | $0.922000 | $-3,057.17 | ||||||
1175-3-0A |
STEEL, REINEPCOATED | LB |
2,052.40 | 0042 | $0.922200 | $-1,892.72 | ||||||
1175-2-0A |
STEEL, REINEPCOATED | LB |
2,052.40 | 0042 | $0.922000 | $-1,892.31 | ||||||
1345-1-0A |
PILES | LF |
210.23 | 0042 | $40.280000 | $-8,468.06 | ||||||
1365-2-0A |
STEEL REINUN 615GR40 | LB |
2,843.00 | 0042 | $1.643000 | $-4,671.05 | ||||||
1365-1-0A |
STEEL REINUN 615GR40 | LB |
3,165.00 | 0042 | $0.805600 | $-2,549.72 | ||||||
8024-1-0A |
I BEAM, TYPE 8 | LS |
1.00 | 0042 | $15515.790000 | $-15,515.79 | ||||||
1365-1-0A |
STEEL REINUN 615GR40 | LB |
6,683.00 | 0043 | $0.805600 | -5,383.83 | $-5,383.83 | |||||
| SUBTOT | $3,599,882.50 |
|||||||||||